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1596 Maritime Oak Dr RES18-0358 dwgs 1- 43MOD JkKAY F HATCH LEGEND 4007-00 �cO.4sry'S Aq r 12' 1-1/8" O= J °'Fcr��F 7IN 09 20' T J B STAMe 27' 1" B. - 6.O6 -0D of -y General Notes: - Per ANSI/TPI 1.2002 all " Truss to Wall" connections are the responsibility of the Building - + - Designer, not the Truss Manufacturer. -06 $ •Use Manufacturer's specifications for all hanger 32 $ p-Y"'� connections unless noted otherwise. F�„o,� • Trusses are to be 24" o.c. U.N.O. z3 - All hangers are to be Simpson or equivalent U.N.O.- _ $ Z2 Use 10d x 1 1/2" Nails in hanger connections to siu+gle d IN 1 11Jog a ply girder trusses. T22 4- - Trusses are not designed to support brick U.N.O. Dimensions are Feet.Inches- Sixteenths mi Notes: - ® EJ05 X05 No back charges will be accepted by Builders is m EJ05 �. FirstSource unless approved in writing first. TIS EJ% ACQ lumber is corrosive to truss plates. Any ACQ -lumber that mines in contact with truss plates G.e. 17 roue wAu. °J09 scabbed on tails) must have an approved harrier applied first. 16 J09 n Refer to BCSI-131L Summary Sheet -Guide for handling. 15 ° Installing and Bracing of Metal Plate Connected Wood Jo D $ Truss prior to and during truss installation. J 5d2 It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement, plans as to J J - the construction documents and field conditions of the ' - structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. 27-1000 _ +o-os�oo soim It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing 4w drops, can lights, set..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be - Ta -i1 -0o designed as to NOT impose any loads an the floor 4007-0D z -os -w trusses below. The floor trusses have not been designed 12 -06 -OD 1901-0D " to carry any additional loads from above. - sHOM.THE Entwuo: This truss placement plan was not created by. an engineer, but rather by the Builders FirstSource staff 3 and is solely to be used as an installation guide and dcee not require a. seal. Complete truss engineering and _ analysis can be found on the truss design drawings m which may be sealed by the truss design engineer. c az 8 °3 � Gable end trusses require continuous bottom chord E 01 G - bearing. Refer to local codes for wall framing 6O 00 E Dt + 4 4 N N 6 DD -W - requirements. JUE9a F19 Although all attempts have been made to do so, trusses Coz $ may.not be designed symmetrically. Please. refer to the 52 P°' 0 Fla $ individual truss drawings and truss placement plans for of m F14 proper orientation and placement. ILL - $ .A T74� J02 +I I F14 Elm t T 14 p EJ02 QFirstSource N W � Y $ C D1 Freeport C 02+ + + Ft3 PHONE: 850-835-4541 57,Ft0 © FAX: 850.835-4532 E 0 Fol Jacksonville PHONE: 904 772-6100 E Dt $$ F07 FAX: 904.772-1973 } E 01 •NI E 01 OR F07 Tampa 07 PHONE: 813-621-9831 E 01 wxwo + Fos FAX: 813-628-8956 El Di Dream Finders Em 02 + E + 136 Atlantic Beach s Custom Custom 3t -07-0D 27-t0-00 10�-00 5-0POD e Dmwn By 10/3/18 DPS 1548842 ]411-00 MITEK PLATE APPROVAL_ #'S 2197.2-2197.47 BOISE PRODUCT #' S LVL FL1644—R2, BCI FL1392—R2 1l # F1wr3 N/A 1 # a�.5 1548842 559863 SITE PLAN LOT 136 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 20 0 10 20 2 LINE TABLE LINE DIRECTION LENGTH L1(P) NO'32'22"E 80.00 L2(P) NO'32'22"E 45.89 L3(P) NO'32'22"E 55.00 ( IN FEET ) 1 inch = 20 ft. DENOTES PROPOSED CONCRETE ® DENOTES PROPOSED PAVERS cT DENOTES CHEMICAL TOILET DENOTES FUTURE 4" TREE ;Lti X X\ �O 24.00' ,6 X - 5.00' N89 2_7�3V"W- - X 0.00 - CURVE TABLE X 0.0 - CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 175.00 198.54 N33'02'26"E 188.06 65'00'09" C2(P) 150.00 9.12 N2'16'52"E 9.12 3'29'01" X 0.00 - DENOTES EXISTING HARD ELEVATION X 0.0 - DENOTES EXISTING SOFT ELEVATION -0- - DENOTES CONTOUR ELEVATION A DENOTES BENCHMARK ,06 ELEVATION AS NOTED X -• -� DENOTES DIRECTION OF FLOW Ilzo ® DENOTES PROPOSED ELEVATIONI w LOT 135 WATER/CONSERVATION 0 Sq. Ft. W 11.2 ^ ^ o e 2.00' 5.00' X 120.00'(P) r VIV a; U a m d A QZ W GSD b- �T� A 4°ao p°'°, ,06 O X T 12.67' LEAD WALK Ilzo , 1 1' 0 WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS ry� ^ ^ o ^ h ryo 59.75' ,� a , v ry X �. ¢ a X X, X, -- 13.0 �( h� N ^� a 0 h 0 b -_ w F Z- N� X X X X X ' X ,S� _J - 2.00' - is d .; h ^L o N w 0 a N <`+ I n 1 Z Q 0 a- X ,e wR� W /fir" GoF c X ON 1 120�C�w�QyviX X^ N = ^a 'a}'_. .� U� ^y � w drw W?x a 475' VIV a; U a m d A QZ W 770 Sq. Ft. A I ayN O X n 0J LEAD WALK Ilzo SIDEWALK AREA woo I 0 r o I X a ° �x v�X 20l ao �NoX X 3.1 X (Va N u X .. 0 0/ X o fO X 3 X X,^ o Icy Q n• , 6 ^ ,` � � a ,,a ,+ `V ti� N ry0 ,9 .� R' � ' ' QW .-,,�� o "�O. Z d X oa X' X X X^ X X^ ; QY O X ,k 0 .'_X>< wQ 0 2.5 5. X X X X i X X X o X I 7 Q �./_ rye, X `GP. 14.67' ,20 55.50' 5y s• B.R.L. 1.33'EA- �� N89 27'38"Vti a ryo 119.72'(P) - 4.83' 5.00' 1 5.00' o X LOT 137 I d AVERAGE GRADE = 12.26 / '•SETBACKS•• / FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY: EXCEPT CORNER/DOUBLE-FRONTAGE NOTE: / LOTS, FOR WHICH THE NON -ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM PER ARB, FINISH FLOOR GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. ELEVATION MUST BE 24' ABOVE GRADE GENERAL NOTES 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING N0032'22"E. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0408H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R. M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVE) 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"=20' OR SMALLER. 8. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15, BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A EOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE: RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS MUSK MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REVISION E: REVISED SITZ_ PLAN - CITY COMMENTS (11/27/18) (DDM/MEB) REVISION D: REVISED SITE PLAN - ADDED TOPOGRAPHIC DATA (11/9/18) (DDM/MEB) REVISION C REVISED SIT= PLAN - CHANGE SCALE (8/29/18) (DBG) X I '" � O �E/JQJ�j�E� O E 25'( o NN P� F s J _ S Z Z GO W Gc w o M p5 CJ v I O J k Ci X �... w usi z _ 1U. Iv C MUNITY DEVELOPMEN APPROVED Q: SOD BREAKDOWN ILLNEFDNEM- 23.58' I J A R/W TO CURB 770 Sq. Ft. GROSS SOD AREA 6,469 Sq. Ft. DEDUCTIONS FOUNDATION SLAB O 20.46' Lnw X I '" � O �E/JQJ�j�E� O E 25'( o NN P� F s J _ S Z Z GO W Gc w o M p5 CJ v I O J k Ci X �... w usi z _ 1U. Iv C MUNITY DEVELOPMEN APPROVED Q: SOD BREAKDOWN ILLNEFDNEM- TOTAL LOT AREA 6,599 Sq. Ft. R/W TO CURB 770 Sq. Ft. GROSS SOD AREA 6,469 Sq. Ft. DEDUCTIONS FOUNDATION SLAB 3,296 Sq. Ft. DRIVEWAY 640 Sq. Ft. LEAD WALK 47 Sq. Ft. SIDEWALK AREA 220 Sq. Ft. A/C PAD(S) & GARAGE SERVICE DOOR SLAB 40 Sq. Ft. WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS 4,243 Sq. Ft. NET SOD AREA 2,226 Sq. Ft. IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. 3,817 Sq. Ft. 1 6,599 Sq. Ft. 157.8% BUILDING COVERAGE COVERED Sq. Ft. t. 3,048 Sq. Ft. 6.599 Sq. Ft. 146.2% REVISION B: REVISED SITE PLAN - MOVE HOUSE (5/17/18) (MEB) POZ CAPITAL INVESTMENTS REVISION A: REVISED SITE PLAN - UPDATE HOUSE (5/2/18) (DDM/DBG) PREPARED FORT; DREAM FINDERS HOMES, LLC CERTIFIED To: DREAM FINDERS HOMES, LLC -1 - -0- BLI REBTRICTION UNTN EOW - R/N - DENOTES MGHT OF A - p/ ALOE - - OENOT6 .EA EASEMENT OL ATu( R) - - P,CIXT.O� TES Pq�NT OF CURV-E S CON -NE C10, - OENOtES VgLNE"K OTE- PMKER KRNT OF �nONN dI EA P,L PUNT OF TIN.- �sµ D°ir InaEmanni LURo sunrEiaR M� PaNr.Dwan;s ccRnricnnaN OARSDENOTES NOT i0 SCME N/A - OFNOrzS NOT A CAB /AVAMB - OFN016 GARAGE / - DENOTES MR COFNNOUiE05 - OExOTFS ELECTRIC E,19CNENi CLAY COUNTY UDUTY ,-TY u.E -DENOTES Unutt EA4NENT ASE.(E) -DENOTES -ENT OENOIES DRMNAGE EASEMENT E C.Ec' 075s- -0ow` 0 H ff, R( 5 ST J DRIVEµ ZEN' NANAO# T -.CT � - OENOlES (CONGnWAa IRRi OF YAP N - ON (DLL) C - oowTEs NAnONK. f£aoETc wn 1 OA- - DENOTES NOWTN ­5- NEMCAV KRnC ".- OENOTFS FEDUUL EIER(£IICY IIA -ONT AGENCY F.I.R. MDENOTES 8000 INSUR- RAT= - C - DEN_ L - DENOTES UNE (P) -.- RAT (D) - --DEED M) - DENOTES MEASURED (R) - DENOTES RADIAL ICj - O'_CALWLATEO -R -DENOTES WON ROD P. - DENOTES�5 PIRELD a" I.D. - DEx - PAGE(S)GnW NO,DNo Es NDMBEN M. - OENOTES MANNIXE i--0.- BREAK LRE K - e 4' WN- NONU 11 IMTFICATION Al N01ED ¢11016 1/1 mNt I YCNUMUNT to /8991 1 p- DExo16 s/Y REBA9 sEr to ,Devi uEa aNOTEs IRon MARKER Faaw mwnNCA�nan- E oh x fes- DwoTrs cwTETnmE oxOIES IICFI15f B.... N-1 OOO 91E PLAN } ONI-qNC P Flies NRn16l Rm % DENOTES uATOI ENS1W0 OPAL O -TES ..A. SENNIE - SLAB BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 106 (904) 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904284-2258 CERTIFICATE OF AUTHORIZATION LB #69L COPYRIGHT © 2018 NOTATION: F.I.R.M. FLOOD ZONE "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram PANEL NO X (N/A) direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information120077 0408H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FB/PG: 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A N/A This survey is prepared and certified for the exclusive use of DATE: 3/21/18 SCALE: 1"=20' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 956-18-104 E THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: DBG SHEET 1 OF1 SITE PLAN GF'IAPHIC SCALE 20 0 10 20 LINE TABLE LOT 136 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GF'IAPHIC SCALE 20 0 10 20 LINE TABLE LINE DIRECTION LENGTH L1(P) NO'32'22"E 80.00 L2(P) NO'32'22"E 45.89 L3(P) NO'32'22"E 55.00 ( IN FEET ) X 0.00 - DENOTES EXISTING HARD ELEVATION 1 inch = 20 ft. X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES PROPOSED CONCRETE -0- - DENOTES CONTOUR ELEVATION ® DENOTES PROPOSED PAVERS DENOTES BENCHMARK ELEVATION AS NOTED cT DENOTES CHEMICAL TOILET DENOTES DIRECTION OF FLOW %�'' - DENOTES FUTURE 4" TREE ® DENOTES EXISTING ELEVATION I 3?� w o CURVE TABLE GSD 12.67' CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA 01(P) 1 175.00 198.54 N33 "02'26"E 188.06 65'00'09" C2(P) 150.00 9.12 N2'16'52"E 9.12 3'29'01" ( IN FEET ) X 0.00 - DENOTES EXISTING HARD ELEVATION 1 inch = 20 ft. X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES PROPOSED CONCRETE -0- - DENOTES CONTOUR ELEVATION ® DENOTES PROPOSED PAVERS DENOTES BENCHMARK ELEVATION AS NOTED cT DENOTES CHEMICAL TOILET DENOTES DIRECTION OF FLOW %�'' - DENOTES FUTURE 4" TREE ® DENOTES EXISTING ELEVATION I 3?� w o LOT 135 5.00' _1.00'-If(,--" XN89'27'8"W 120 2.00' 5.00' 120.00'(P)r ESTIMATED RENENTs GSD 12.67' X -13.0- 14-11 On oW X W N �: o X I M " -x II ti - X�'. 2.00' �o Q 161 m X 12.6 Zo / a 0 Sq. Ft. W zZ o. ° NET SOD AREA U2 X �0� LLI a o �^��,0 CI, 2- p X W LL U M 0 UI J 55.50' hry 0 .._.._.._.. _.. 1.33'EAVE(TYP 6r-�� X ;X° X. X X, 18.00' X X,6 LOT 135 5.00' _1.00'-If(,--" XN89'27'8"W 120 2.00' 5.00' 120.00'(P)r 0 a �z m / m n Y 4.75' ESTIMATED RENENTs GSD 12.67' 3.12" -13.0- 14-11 On oW X W N �: o X I M " -x II ti - X�'. 2.00' _ _ Q 161 m X 12.6 Zo / a 0 Sq. Ft. W zZ o. ° NET SOD AREA U2 �0� a a o �^��,0 CO �,✓ vi �LL � p X Q x X 0 N 55.50' "�o_..�...._.. .._.._.._.. _.. 1.33'EAVE(TYP 6r-�� 0 a �z m / m n Y 4.75' ESTIMATED RENENTs CI -Z 6,599 Sq. Ft. 3.12" X o° On oW X W N �: o X I 750 Sq. Ft. a 47 Sq. Ft. oZo Q 161 (n 3L a 0 Sq. Ft. W zZ o. ° NET SOD AREA o. �x �0� 211.37 X I J 29.58'rFfl -'- Q It �J89'27'38"V, 0 0 119.72'(P) 5.00' J „pry 5.00' LOT 137 --SETBACKS" FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY. EXCEPT CORNER/DOUBLE-FRONTAGE PER LRB, FINISH FL00 LOTS, FOR WHICH THE NON -ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM ELEVATION MUST BE 2 GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. ABOVE GRADE GENERAL NOT:a. 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING N00'32'22"E. 2DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. I THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0408H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THISMAP S INTENDED TO BE VIEWED AT A SCALE OF 1"=20' OR SMALLER. 8. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCI:S. 12. THS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISD ICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. i3. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 4. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKSDEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGHTHE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK.19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FORCORRECT DIMENSIONS. 20. A/C PADSMUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REVISION D: REVI';ED SITE PLAN - ADDED TOPOGRAPHIC DATA (11/9/18) (DDM/MEB) REVISION C: REVI`E ED SITE PLAN - CHANGE SCALE (8/29/18) (DBG) 'oti ESTIMATED RENENTs CI -Z 6,599 Sq. Ft. 0 X o° On oW X W �j X I 750 Sq. Ft. a 47 Sq. Ft. oZo � A/C PAD(S) & GARAGE SERVICE DOOR SLAB 'o e 3 a Z' 0 Sq. Ft. W zZ o. ° NET SOD AREA o. �x �0� X X I J 29.58'rFfl -'- Q 'oti 26.46' A 4 P4 0 to w ESTIMATED RENENTs I 6,599 Sq. Ft. 0 X o° �^ oW X W x '0 'o I 750 Sq. Ft. a 47 Sq. Ft. 25'(P) 26.46' A 4 P4 0 to w ° f �U C MUNITY DEVELOPMENT DENIED Q• SOD BREAKDOWN ESTIMATED RENENTs TOTAL LOT AREA 6,599 Sq. Ft. R/W TO CURB X o° GROSS SOD AREA I--1 N p '0 'o DRIVEWAY 750 Sq. Ft. a 47 Sq. Ft. 25'(P) � A/C PAD(S) & GARAGE SERVICE DOOR SLAB 'o e 3 a Z' 0 Sq. Ft. TOTAL DEDUCTIONS o. ° NET SOD AREA sZ z �0� w (Ili z X -'- ° f �U C MUNITY DEVELOPMENT DENIED Q• SOD BREAKDOWN ESTIMATED RENENTs TOTAL LOT AREA 6,599 Sq. Ft. R/W TO CURB 770 Sq. Ft. GROSS SOD AREA 6,469 Sq. Ft. DEDUCTIONS FOUNDATION SLAB 3,296 Sq. Ft. DRIVEWAY 750 Sq. Ft. LEAD WALK 47 Sq. Ft. SIDEWALK AREA 220 Sq. Ft. A/C PAD(S) & GARAGE SERVICE DOOR SLAB 40 Sq. Ft. WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS 4,353 Sq. Ft. NET SOD AREA 2,116 Sq. Ft. IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. % 3,937 Sq. Ft. 1 6,599 Sq. Ft. 159.77 BUILDING COVERAGE COVERED Sq. Ft. I LOT Sq. Ft. I % 3,048 Sq. Ft. 1 6,599 Sq. FL 46.2% REVISION B: REVISED SITE PLAN - MOVE HOUSE (5/17/18) (MEB) POZ CAPITAL INVESTMENTS REVISION A: REVI`.iED SITE PLAN - UPDATE HOUSE (5/2/18) (DDM/DBG) PREPARED FOR: DREAM FINDERS HOMES, LLC CERTIFIED To: DREAM FINDERS HOMES, LLC itUL oEl�l_S fOUMp ING�RCf �IHipG'0 ESM9AgEOt CUp9DEND,£S EDGE FIES SREVF110N Scp - oPHaTvs 11T --RSA' 11T -C- S o�EST-laii�Rccrn�D RGOK qNPCINT DunO/cRenE T OF CI III OG+EIR'A'RS to sFUENT EEDiorts CENTERIINI IN Mx) � - ARI- NTDO�lES PdNT OF dIRVANflE C - dNOTES VOLUNE - RENOIES PANT OF PH - DENOTES PARKER KRn POINT CE TpNGFNCY IS PK R.C. 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OSIo1E5 EIS➢ BOOK PO - OENOIEG PACE( 9) - DENOTES MANH�Rd£ -{-- DENOTESSBREAR LIE£ K - DENOTES R'x' d]NCPS. d1UNENT IDENRRCAIICN AS NOTED oDENOTES 4'%A' CONtliER ..-AT to ,6'991 - cen0_ s/' RERAR L Er LR "I" I�\B`e- i °oTE'�s IgA FOUND EESS E NOTm R NSP PROWS CP- `MEa �DEnoTEs u�rolDcniTno GRAD Fl Om o DIES GAPA�E� Na DDDR suR BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 106 (904) 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #6991 COPYRIGHT © 2018 NOTATION: F.I.R.M. FLOOD ZONE "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: 120077 0408H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FB/PG: 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A N/A This survey is prepared and certified for the exclusive use of DATE: FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of X (N/A) N/A 3/21/18 1 SCALE: 1"=20' the copies thereof are not valid without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 956-18-104 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: DBG SHEET 1 OF 1 SITE PLAN LOT 136 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GR�LPHIC SCALE 20 0 10 20 �I LINE TABLE LINE DIRECTIONJ LENGTH L1(P) N032'22"E 80.00 L2(P) NO -32'22"E 45.89 L3(P) N032'22"E 55.00 W 0 U Rv W U z W W H GO 1E X LOT 135 n.a 5.00' _1I./ o 1.00'-]r x 2.00'5.00' N89w2: '38"W 720 a 120.00'(P) 5B.R.L. AGSD y y6 12.67' �O • v X` Q X - 2.00' °' a 13. 0 p to X 12.6 U 0: E- Z, a J CURVE TABLE 0 J z CURVE RADIUS ARC LENGTH I CHORD DIRECTION I CHORD LENGTH I DELTA C1 (P) 175.00 198.54 N33'02'26"E 188.06 65'00'09" C2(P) 150.00 9.12 N2'16'52"E 9.12 3'29'01" W 0 U Rv W U z W W H GO 1E X LOT 135 n.a 5.00' _1I./ o 1.00'-]r x 2.00'5.00' N89w2: '38"W 720 a 120.00'(P) 5B.R.L. AGSD y y6 12.67' �O • v X` Q X - 2.00' °' a 13. 0 p to X 12.6 U 0: E- Z, a J ( IN FEET) 0 J z z 0 4.75' X 0.00 - DENOTES EXISTING HARD ELEVATION 770 Sq. Ft. 1 inch = 20 ft. DEDUCTIONS FOUNDATION SLAB 3,296 Sq. Ft. X 0.0 - DENOTES EXISTING SOFT ELEVATION vC,C� Q Q, aYWw z�pW � a'�..�•� aNN DENOTES PROPOSED CONCRETE -0- - DENOTES CONTOUR ELEVATION a CL InW la N r H: 1 w 9a "W ® DENOTES PROPOSED PAVERS `0� DENOTES BENCHMARK I I °° X 0 , h Sy ELEVATION AS NOTED X X X� GT DENOTES CHEMICAL TOILET - DENOTES DIRECTION OF FLOW of A} - DENOTES FUTURE 4" TREE ® DENOTES EXISTING ELEVATION W 3z W 0 U Rv W U z W W H GO 1E X LOT 135 n.a 5.00' _1I./ o 1.00'-]r x 2.00'5.00' N89w2: '38"W 720 a 120.00'(P) 5B.R.L. AGSD y y6 12.67' �O • v X` Q X - 2.00' °' a 13. 0 p to X 12.6 U 0: E- Z, a J ES MAEDRENENTS 0 J z z 0 4.75' R/W TO CURB 770 Sq. Ft. GROSS SOD AREA 3.1• oEe>aYx ,2. DEDUCTIONS FOUNDATION SLAB 3,296 Sq. Ft. DRIVEWAY vC,C� Q Q, aYWw z�pW � a'�..�•� aNN 47 Sq. Ft. W = CL InW la N r H: 1 w 9a "W A/C PAD(S) & GARAGE 40 Sq. Ft. SERVICE DOOR SLAB X 0 , h Sy 1 X X X X X X� of X I 2.5 0 77, 71 X - 14.67' 55.50' h 5' B.R.L O_ .. �} 89'27'38"1i, o ° 2.4 5 00' 11.4 LOT 137 119.72'(P) 5.00' "'SETBACKS"" FRONT - 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY. EXCEPT CORNER/DOUBLE-FRONTAGE NOTE: LOTS, FOR WHICH THE NON -ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM PER ARE. FINISH FLOOR GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. ELEVATION MUST BE 24' ABOVE GRADE GENERAL NOTES: 1. BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING N00'32'22"E. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAMD 1988. 3. THE LANDS SHOIAN HEREON LIE W9THIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0408H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE E.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I. R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVE) 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR, 7. THISMAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"=20' OR SMALLER. 8. ENTRIES & PATI(IS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE: IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER 'r0 THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A 30LJNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION, FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLAIDS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS, ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGHTHE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS MUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REMSION D: REVISED SITE PLAN - ADDED TOPOGRAPHIC DATA (11/9/18) (DDM/MEB) REVISION C: REVISED SIZE PLAN - CHANGE SCALE (8/29/18) (DBG) REVISION B' REVISED SDE PLAN - MOVE HOUSE (5/17 18) (MEB) a n =1 X06 o SOD BREAKDOWN ES MAEDRENENTS 0 J z 6,599 Sq. Ft. R/W TO CURB 770 Sq. Ft. GROSS SOD AREA N Q W DEDUCTIONS FOUNDATION SLAB 3,296 Sq. Ft. DRIVEWAY 75C Sq. Ft. aNN 47 Sq. Ft. SIDEWALK AREA 220 Sq. Ft. A/C PAD(S) & GARAGE 40 Sq. Ft. SERVICE DOOR SLAB WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS 4,353 Sq. Ft. X 2,116 Sq. Ft. of 71 i - w?z X o. X 29.58' I j " 26.46' Nn' X e 0 O P)aZ L'I w~i'iz - ° �C U' Q' SOD BREAKDOWN ES MAEDRENENTS TOTAL LOT AREA 6,599 Sq. Ft. R/W TO CURB 770 Sq. Ft. GROSS SOD AREA 6,469 Sq. Ft. DEDUCTIONS FOUNDATION SLAB 3,296 Sq. Ft. DRIVEWAY 75C Sq. Ft. LEAD WALK 47 Sq. Ft. SIDEWALK AREA 220 Sq. Ft. A/C PAD(S) & GARAGE 40 Sq. Ft. SERVICE DOOR SLAB WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS 4,353 Sq. Ft. NET SOD AREA 2,116 Sq. Ft. 1211 ow" OWE:, IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. 3,937 Sq. Ft. 6,599 Sq. Ft. 159.7% BUILDING COVERAGE COVERED Sq. Ft. LOT Sq. Ft. % 3,048 Sq. Ft. 6,599 Sq. Ft 1 46.2% REVISION A: REVISED S E PLAN - UPDATE HOUSE (5/2/18) (DDM/DBG) POG CAPITAL INVESTMENTS PREPARED FOR; DREAM FINDERS HOMES, LLC CERTIFIED TO: DREAM FINDERS HOMES, LLC s.aE - DENaTEs RDluxlD RESTRcna Lurts mw - DErarts m¢ o Ro - DNrares EOCran,ED aoc - oualEs; ana a axe EIEv. - EDP - OENOlES tO PAVEUENT r.r. - OENOIES Flxlsn ftotlV R/w - 11011 Rwr a wxr 1R - ,1.171 s Dmau 111 o rv1/.- a Ixr. - DEnDTEs m1lExuxE inrEnffcl wAN(xR) ,ITI xa 7RRA N.T.S. - ([NOITS NOT TO SCAN: A/A - DERUIES N0T APRICARLE/AVAILA& AR. -DEMOBS I.- A/C - DENIII IR E.E. _ EHOhS u-.11EEASEUENTT E E):1'... , 1-011 MAY -141Y URUTY -TY EVENT =.YE;- END,s ANENT SJtYMO �DENTO1FSa5T I.gINS R11ER wA4 NANAOE.ERT ­TiD�L�a i ? Ro�1 I-01(11- Aw (Flw N..V.O. - DEROlES MA QAL £ llc4 o�R YENS A.Y.D. - GEROTES NORiH ANERIDA.N -111 DATUM F.E.N.A - [M?IOlES fFOpiAI EAQV(£IVCY 1.ADEAIENT ADERCY fL000 WSURANCE RATE MAP C R YDEil01ES pIRVE DENOTES NNE (P) - DEwDIEs PUT (D) - DENDTEs DEm (N) - DEHOIES MEASURED (RJ - DEnOlES RADIAL Ip1 - pE -E_ &1",L a,L'A- REe w-EDEOT rer"ucs ofn cADT011 NU nE"RDDx PJ - PAREis D°E°x'oT'EE-ss uaaE r=ie_�Dc°nD" cssaRE'�Ax ur<ulx - OEND16 A'XA' ODNPAEIE YOHUNEIIT ID.-AIIPN Al - bNl o_ o=Enam s/IY R®AR�UT. �seelr DEND Es x,Dn 1-1 PDDND IDExRFl 1. \u[a D%111,11 '�"�E -Ia n NNNxm _ Dm - DEno ND DDT R 9 `�'I,ER,nE I. MAT.. _ �s aiwnQrSEAN¢ DDDR _ BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 106 (904) 284-2224 C. K GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #6991 COPYRIGHT © 2018 NOTATION: F.I.R.M. FLOOD ZONE X (N/A) "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram I f PANEL NO direction and complies with the latest Standar s o Practice for Surveys as promulgated by the Florida State Board of Professional Surveyors and Mappers, Chapter 5J-17 F.A.C.; Pursuant to section 472.027, Florida statues, subject to all notes and notations shown hereon. Trail Surveying make no Certifications regarding Information shown or not shown hereon pertaining to easements, claims of easements, Rights-of-way, setback lines, overlaps, Boundary Line disputes, agreements, reservations or other similar matters which may appear in the abstract, or search. 120077 0408H 6/3/13 FB/PG: G: N/A DATE: 3/21/18 SCALE: 1"-20' N/A N/A This survey is prepared and certified for the exclusive use of FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of PROJECT NO.: 956-18-104 REVISION: D N/A the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. THOMAS P. HUGHES, P.L.S. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: DBG SHEET 1 OF 1